Application of Advanced Master Curve Approaches to the EURO Fracture Toughness Data Set

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Application of Advanced Master Curve Approaches to the EURO Fracture Toughness Data Set. / Lucon, Enrico; Scibetta, Marc.

In: Journal of ASTM International, Vol. 7, No. 1, 01.2010, p. 1-9.

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@article{accf4415aa564b55af29daee1fb7a859,
title = "Application of Advanced Master Curve Approaches to the EURO Fracture Toughness Data Set",
abstract = "The so-called EURO data set is the largest set ever assembled, consisting of fracture toughness results obtained in the ductile-to-brittle transition region. It was the outcome of a large project, sponsored by the European Union, which involved ten European laboratories in the second half of the 1990s. Several post-project investigations have identified one of the blocks from which specimens were extracted (block SX9) as macroscopically inhomogeneous and significantly tougher than the remaining blocks. In this paper, the variability of block SX9 has been investigated using the conventional master curve (MC) methodology and some recent MC extensions, namely, the SINTAP (structural integrity assessment procedure) lower tail, the single point estimation, the bi-modal MC, and the multi-modal MC. The basic MC method is intended for macroscopically homogeneous ferritic steels only, and the alternative approaches have been developed for the investigation of inhomogeneous materials. Therefore, these methods can be used to study the behavior of block SX9 within the EURO data set. It has been found that the bi-modal and multi-modal MC approaches are quite effective in detecting the “anomaly” represented by block SX9 but only when analyses are performed on data sets of comparable size.",
keywords = "EURO data set, ductile-to-brittle transition region, macroscopic inhomogeneity, master curve extensions, SINTAP lower tail, single point estimation, bi-modal master curve, multi-modal master curve",
author = "Enrico Lucon and Marc Scibetta",
note = "Score = 10",
year = "2010",
month = "1",
language = "English",
volume = "7",
pages = "1--9",
journal = "Journal of ASTM International",
issn = "1546-962X",
publisher = "ASTM International",
number = "1",

}

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TY - JOUR

T1 - Application of Advanced Master Curve Approaches to the EURO Fracture Toughness Data Set

AU - Lucon, Enrico

AU - Scibetta, Marc

N1 - Score = 10

PY - 2010/1

Y1 - 2010/1

N2 - The so-called EURO data set is the largest set ever assembled, consisting of fracture toughness results obtained in the ductile-to-brittle transition region. It was the outcome of a large project, sponsored by the European Union, which involved ten European laboratories in the second half of the 1990s. Several post-project investigations have identified one of the blocks from which specimens were extracted (block SX9) as macroscopically inhomogeneous and significantly tougher than the remaining blocks. In this paper, the variability of block SX9 has been investigated using the conventional master curve (MC) methodology and some recent MC extensions, namely, the SINTAP (structural integrity assessment procedure) lower tail, the single point estimation, the bi-modal MC, and the multi-modal MC. The basic MC method is intended for macroscopically homogeneous ferritic steels only, and the alternative approaches have been developed for the investigation of inhomogeneous materials. Therefore, these methods can be used to study the behavior of block SX9 within the EURO data set. It has been found that the bi-modal and multi-modal MC approaches are quite effective in detecting the “anomaly” represented by block SX9 but only when analyses are performed on data sets of comparable size.

AB - The so-called EURO data set is the largest set ever assembled, consisting of fracture toughness results obtained in the ductile-to-brittle transition region. It was the outcome of a large project, sponsored by the European Union, which involved ten European laboratories in the second half of the 1990s. Several post-project investigations have identified one of the blocks from which specimens were extracted (block SX9) as macroscopically inhomogeneous and significantly tougher than the remaining blocks. In this paper, the variability of block SX9 has been investigated using the conventional master curve (MC) methodology and some recent MC extensions, namely, the SINTAP (structural integrity assessment procedure) lower tail, the single point estimation, the bi-modal MC, and the multi-modal MC. The basic MC method is intended for macroscopically homogeneous ferritic steels only, and the alternative approaches have been developed for the investigation of inhomogeneous materials. Therefore, these methods can be used to study the behavior of block SX9 within the EURO data set. It has been found that the bi-modal and multi-modal MC approaches are quite effective in detecting the “anomaly” represented by block SX9 but only when analyses are performed on data sets of comparable size.

KW - EURO data set

KW - ductile-to-brittle transition region

KW - macroscopic inhomogeneity

KW - master curve extensions

KW - SINTAP lower tail

KW - single point estimation

KW - bi-modal master curve

KW - multi-modal master curve

UR - http://ecm.sckcen.be/OTCS/llisapi.dll/open/ezp_101547

UR - http://knowledgecentre.sckcen.be/so2/bibref/6298

M3 - Article

VL - 7

SP - 1

EP - 9

JO - Journal of ASTM International

JF - Journal of ASTM International

SN - 1546-962X

IS - 1

ER -

ID: 130751